HomeMy WebLinkAbout10 Pine Grove Cemetary Site PlansTOP OF FOUNDATION
HORIZiE
10 FT. 1tiN11RUy FROM WOR CRAWL SPACE
CLEAN SAND
MOTT. OTHER
� 101,2
10 FT. MINIIUTA
yr.
R
-
CONCRETE
LOAM AND SEED
COVERS
4• SCHEDULE 40 PVC PIPE
Y LAYER OF
YIN. PITCH 1/B• PER <"f.
1/8' TO 1/2•
�33
r� WASHED STONE
IFI
YA/L
N TTREQUIRED
4• CAST IRON PIPE
z
1 CU. FT. OF
(OR EQUAL) MINIMUM
3
CONCRETE
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y 90
ANCHOR
-
FLOW LINE
10*dELEV.
MIN.
7 L�0�•L
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eAFFLE
DISTRIBUTION EJEV.
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z
QUID
OUTLET
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
t t X % `3 TRENCH FORMATION
s FEET
14 INCHES
19 INCHES
5OO GALLON
IF MORE THAN ONE OUTLET
(TQ BE PLACED ON FIRM BASE)
SOIL ABSORPTION
WELL
ZONE
7
29INCHSS
�aiES
SEPTIC TANK
3/4' TO 1 1/2• CLEAN
SYSTEM (SAS)
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Ap,Lt15T
6
�
DOUBLE WASHED STONE
FREE OF FINES a SILT
USGS PROBABLE WATER TABLE ELEV-
SEWAGE DISPOSAL
SYSTEM PROFILE
OBSERVED WATERTABLE (� T/EST /HOLE EEIEV- -8zs�-
NOT TO SCALE
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SOIL TEST
DATE OF SOIL TEST .1406UST !LP -2. D
SOIL TEST DONE By EB�N.Sr1ZfEE81f1.G
WITNESSED BY
99.6 OBSERVATION HOLE 2 ELEV.- 59'��
OBSERVATION HOLE T-
ocorry arms RSTF 4;% — MIN./INCH AT ._./10— INCHES PERCOLATION RATE —. --r1-- MIN./1NCH AT _-&Y— INCHES
DEPTH
HORIZiE
COLOR MOTT.
LOR
MOTT. OTHER
0
�oyRaJ�y/bY�G/��rE,�,5yogj�
R
R
IYRl
�33
33
YA/L
,y
AJO WATER ENCOUNTERED AT ELEV. -
LEGEND:
EXISTING SPOT ELEVATION OOxO
E)aSTNG CONTOUR----00----
FINAL SPOT ELEVATION 0.
FINAL CONTOUR ®
SOIL TEST LOCATION she
UTILITY POLE -0-
TOWN WATER —W"�
CATCH BASH
GAS UNE
CLEAN OUT C.8
CESSPOOL C.P.
T
"0 WATER ENCOUNTERED AT /•22ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 0
GARBAGE DISPOSAL UNIT —�—
TOTAL ESTIMATED /n �r x 4L BR.1 AyVQ GAL/DAY
L PARCEL IS IN FLOOD ZONE L �pI s• I
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL -/;Z�?_'
•' ----� REVISED
T. 0.
D13, 5 APPROVED: BOARD OF HEALTH
K1 gt9 IL
AGENT
DATE
PROPOSED SEPTIC DESIGN
FOR
�p,rr/AL[7 �v�l��va •.
PRO ECT LOCATION L bT I
/D DFF S7gTioy Acle, So. yAR�La�3"
- SOUTH DE 15, MASS. 02660 J
I� j�L 398 3922
�J SCALE
°A.SE
r PrEHtmR 7.2000 1 0'2 d
s Moe No. y9D9-DD
PO I
—� SHEET / OF
LOCATION MAr i
02000 SYtEETSER ENGINEERING
MIT-i
E
COLOR MOTT.
OTHER
�oyRaJ�y/bY�G/��rE,�,5yogj�
"0 WATER ENCOUNTERED AT /•22ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 0
GARBAGE DISPOSAL UNIT —�—
TOTAL ESTIMATED /n �r x 4L BR.1 AyVQ GAL/DAY
L PARCEL IS IN FLOOD ZONE L �pI s• I
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL -/;Z�?_'
•' ----� REVISED
T. 0.
D13, 5 APPROVED: BOARD OF HEALTH
K1 gt9 IL
AGENT
DATE
PROPOSED SEPTIC DESIGN
FOR
�p,rr/AL[7 �v�l��va •.
PRO ECT LOCATION L bT I
/D DFF S7gTioy Acle, So. yAR�La�3"
- SOUTH DE 15, MASS. 02660 J
I� j�L 398 3922
�J SCALE
°A.SE
r PrEHtmR 7.2000 1 0'2 d
s Moe No. y9D9-DD
PO I
—� SHEET / OF
LOCATION MAr i
02000 SYtEETSER ENGINEERING
MIT-i